Re: Reducing Cross

From: <alwyn>
Date: Mon Apr 28 2003 - 12:29:00 EDT

stress levels and sif's in a cross are very high. Email me directly if you need additional.
We have a template for predicting the stresss level of these and other shapes Regards: Alwyn (Al) Kaye

  ALTECH ENGINEERING RESEARCH Inc.

  9309-96 Str Edmonton, Alberta, T6C-3Y6

780.465.9762

Cell:            780.983.7347
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<a href="/group/PipingDesign/post?postID=8KWNQmfxexLDn70QYaFAcfk4Y2Mspj_RK1iZ3KgwOO662sQ2Id5gkLvrbeapONfA9eVGXktXsKJN">altecheng@primus.ca</a>

• Original Message ----- From: Subhendu Mukherjee To: <a href="/group/PipingDesign/post?postID=4dsaf7OOuSh7Q-B9dm8jZKTjYMVixbjBD5Nks-f0m-O8ilUoJnLo5_NiSap7uXFR84QLSG6L8U6ok4_7xUxK-hIlkZ7d">PipingDesign@yahoogroups.com</a> Sent: Monday, April 28, 2003 5:44 AM Subject: [PipingDesign] Reducing Cross

   Hi, Has anybody used 6"X4" reducing cross in a pipeline? I am in a fix whether to use an reducing cross or a cross with two reducer while laying out a line........ can any body help me regarding this. Is at all 6"x4" reducing cross can be used? What is the dimension of the main and branch line? Your advice will be highly appreciated. Regards, Subhendu

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[Non-text portions of this message have been removed] Received on Mon Apr 28 12:29:00 2003